Evaluating CPTu in sensitive Haney clay using a modified SCE-CSSM solution
Paul W Mayne, James Greig, Shehab Agaiby
Dans les comptes rendus d’articles de la conférence: GeoEdmonton 2018: 71st Canadian Geotechnical Conference; 13th joint with IAH-CNCSession: In-Situ Testing
ABSTRACT: Results from piezocone tests in sensitive clay from Haney BC are interpreted using a modified analytical model based on spherical cavity expansion theory and critical state soil mechanics. The solution allows the evaluation of the undrained rigidity index which in turn provides the profiles of undrained shear strength and yield stress. The yield stress ratio is expressed in three separate formulations using net cone resistance, excess porewater pressure, and effective cone resistance. When compared together, this trio is useful in the identification of sensitive clays from insensitive clays.
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Mayne, Paul W, Greig, James, Agaiby, Shehab (2018) Evaluating CPTu in sensitive Haney clay using a modified SCE-CSSM solution in GEO2018. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Mayne_GEO2018_279,
author = {{Mayne, Paul W}, {Greig, James}, {Agaiby, Shehab}}
title = {Evaluating CPTu in sensitive Haney clay using a modified SCE-CSSM solution}
booktitle = {Proceedings of the 71st Canadian Geotechnical Conference; 13th joint with IAH-CNC }
year = {2018}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {Evaluating CPTu in sensitive Haney clay using a modified SCE-CSSM solution}
booktitle = {Proceedings of the 71st Canadian Geotechnical Conference; 13th joint with IAH-CNC }
year = {2018}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }